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4,iCE ANO TECHNoloey CORP <br /> G <br /> to <br /> BORING NO HP-3 <br /> LOG OF BORING SHEET 1 OF 1 <br /> CLIENT PROJECT PROJECT NO <br /> EBMUD Stockton Service Center 40429 300 <br /> ' PROJECT LOCATION COORDINATES ELEVATION (DATUM) TOTAL DEPTH DATE START <br /> Stockton, California Not Surveyed I Not Surveyed (ms1) 12 0 FEET 08/18/93 <br /> SURFACE CONDITIONS LOGGED BY OATE FINISH <br /> Gravel M Lane 08/18/93 <br /> SAMPLING CHECKED BY APPROVED BY <br /> W „��4XI cn v, u, r M McClain E Meyer <br /> �W &W �= W l71 Ww <br /> c� �� uWi` cZv2 ¢z z� ~' <br /> in cn y a v W lit Lo <br /> m m m �� W r O <br /> La_ <br /> = CORING Q CLASSIFICATION OF MATERIAL REMARKS � <br /> ' owc iWi m c~a !y o W LW o ►- Q <br /> V of cc �2 ac o ¢o ¢o Q a- Q ar <br /> z a W W¢ C3 (/7 f 1 <br /> a <br /> CB 1 5 0 o Cc <br /> Sandy GRAVEL gray-brown, loose, well Boring advanced with 8 <br /> ' graded, subrounded 1/2'-1 size dry 0 D. 4-1/4" 10 hollow <br /> asphalt base} stem auger samples <br /> 2 CLAY medium brown, hard dry w/ trace collected using 2 5 10 <br /> silt continuous barrel <br /> ' 3 sampler <br /> 4 <br /> 5 I <br /> CB 2 5, 5 Salty CLAY medium brown high plasticity <br /> 8 moist <br /> 7 <br /> 8 - <br /> 9- <br /> 10. <br /> 910' 10 Grades w/ trace sand <br /> CB 3 2' <br /> i1 <br /> 1 12 Clayey SILT, medium brown high <br /> plasticity, wet, w/ some fine sand Bottom of boring at 12 <br /> 13 bgs Hydro Punch II <br /> punched to 18 bgs <br /> A18IT14 - <br /> 16 — <br /> IT <br /> 81920 18- <br /> 19- <br /> 20 <br /> 21 <br /> 22 � <br /> 23 <br /> 24 <br /> 25 <br /> 26 <br /> 27 <br /> 28- <br /> 29— <br /> L <br />